辽西风积土动剪切模量与阻尼比特性试验研究

doi:10.6052/1000-0879-lxysj2010-239

力学与实践 ›› 2011, Vol. 33 ›› Issue (1): 48-52.doi: 10.6052/1000-0879-lxysj2010-239

辽西风积土动剪切模量与阻尼比特性试验研究

张向东¹,冯胜洋¹,张建俊²

1. 辽宁工程技术大学
2.

收稿日期:2010-06-03 修回日期:2010-08-10 出版日期:2011-02-15 发布日期:2011-03-03
通讯作者: 张向东 E-mail:Zhxd2008@yahoo.com.cn

EXPERIMENTAL STUDY ON DYNAMIC SHEAR MODULUS AND DAMPING RATIO OF AEOLIAN SOIL IN WEST LIAONING PROVINCE

², ²

Received:2010-06-03 Revised:2010-08-10 Online:2011-02-15 Published:2011-03-03

摘要/Abstract

摘要： 研究辽西风积土的动力特性离不开其动剪切模量与阻尼比这两个最基本的参数. 通过一系列动三轴试验, 分析了围压、固结比、振动频率对原状风积土的动剪切模量与阻尼比的影响情况, 并探讨了其产生的机理. 通过试验数据分析表明, 风积土的动剪切模量随围压的增大而增大, 但阻尼比随围压的增大而减小; 动剪切模量随固结比的增大而增大, 阻尼比随固结比的增大而减小; 动剪切模量和阻尼比均随振动频率的增大而增大, 但影响较小, 不如前两个因素明显.

关键词:

动剪切模量，阻尼比，风积土，围压，固结比，振动频率

Abstract: Dynamic shear modulus and damping ratio are two main parameters when dynamic performance of aeolian soil in west Liaoning province is researched. This paper analyses the influence of confining pressure, consolidation ratio and frequency of vibration on dynamic shear modulus and damping ratio of aeolian soil though a series of dynamic triaxial tests. Experimental results show that the dynamic shear modulus of aeolian soil increases with the confining pressure and the consolidation ratio up, just the opposite, the damping ratio decreases; the dynamic shear modulus and the consolidation ratio decreases with the frequency of vibration up, but unlike the two factors above, the influence is small.

Key words:

dynamic shear modulus, damping ratio, aeolian soil, confining pressure, consolidation ratio, frequency of vibration

张向东冯胜洋张建俊. 辽西风积土动剪切模量与阻尼比特性试验研究[J]. 力学与实践, 2011, 33(1): 48-52.

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辽西风积土动剪切模量与阻尼比特性试验研究

EXPERIMENTAL STUDY ON DYNAMIC SHEAR MODULUS AND DAMPING RATIO OF AEOLIAN SOIL IN WEST LIAONING PROVINCE

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